PROVISION OF WATER PIPE LINE AT JUNGLE 1 AND JUNGLE 2 UNDER GE (U) BATHINDA..

Amount

Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15 cm deep and getting out complete all as specified and directed.

Excavation in trenches, not exceeding 1.5 metre wide and not exceeding 1.5 metre in depth for pipe line etc. not exceeding 10 sqm area on plan and not exceeding 1.5 metre in depth and getting out in soft / loose soil complete all as specified.

Returning filling in including spreading, levelling, watering and well ramming in layers not exc 25 cm thick complete all as specified.

Removing excavated soil to a distance not exc 50 mtr and depositing where directed at a level not exc 1.5 mtr above the starting point complete all as specified.

Supplying, laying, jointing & testing UPVC pipes with outer dia 75 mm conforming to IS 4985-2000 with working pressure 10 Kg per Sqcm complete all as specified and diirected.

All as per serial item No. 05 above but for 25 mm dia pipe.

Supply and fixing UPVC ball valve for 25 mm pipe with all fittings and fixture complete all as directed.

Supply and fixing 80 mm dia flanged sluice valve , ISI marked PN 1.0 confirming to IS-14846-2000, both end flanged ,drilled , stain less steel spindle and iron wheel handle , CI gate with MS ring including jointing material such as nuts, bolts, washers and rubber sheet complete all directed.

Material and Labour for Construction of valve pit Type 'B' of size 75 cm x 75 cm x 75 cm ( internal dimension ) of brick masonry built in cement mortar (1:4). from the top of surface including cover of MS sheet 3.15 mm thick and MS frame made of angle iron of size 50 mm x 50 mm x 6 mm with hinges, handle and locking arrangement including painting with two coats of synthetic enamel paint over a coat of red oxide primer and grouting in PCC (1:2:4) type B-1, using 20 mm graded crushed stone aggregates , Rendering 15 mm thick in cement mortar (1:3), including three coats of white wash on internal surfaces and external exposed surfaces , foundation concrete (1:3:6) type C-2 using 40 mm graded crushed stone aggregates including necessary earthwork , returning filling , removal complete all as specified and shown on drawings.

M&L for making the horizontal boring under road and hard standing suitable for laying and inserting pipe upto 80 mm dia any length by mechanical drill system or Auger system and making the surface good as existing surface complete all as specified and directed. Note: Pipe shall be measured and paid separately under respective item.

Cutting the existing CI/DI pipe line of 200 mm bore and inserting the tee of size 200 mm x 200 mm x 80 mm new connection of 80 mm bore pipe complete all as directed. Note: Cost of CI / DI and UPVC fittings and branch connection are included in the quoted rate.

SATTYAM BUILDERS

MODERN ENTERPRISES